Loading...
WS-12-1217Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177844 Permit Number: WS -7 -12 -1217 Scheduled Inspection Date: September 12, 2012 Inspector: Bruhn, Norman Owner: HESS, STEVEN Job Address: 636 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA STORM PANELS INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)756 -0033 Parcel Number 1122310120150 Phone: (305)685 -9000 Building Department Comments INSTALL 5 ACCORDION SHUTTERS jAC Failed 77,/"J/ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175351. Revise plan to show all work. NB 3 openings of panels added. NB September 11, 2012 For Inspections please call: (305)762 -4949 Page 14of31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECT! N'S HONE NUMBER: (305) 762.4949 2 int BUILDING PERMIT APPLICATION FBC 20 Permit No. �.� J 2= Master Permit No. Permit Type: BUILDING V" ROOFING JOB ADDRESS: b 36 N6 105. City: Miami Shores County: ADE Miami Dade Zip: 33 / 3e Folio/Parcel #: 11 2f .3 1 01 Y S® Is the Building Historically Designated: Yes NO Flood Zone: OWNER: e ee Sim le Tittleh lder): 1 " I S Phone#: Address: v rat(vJ City: Ml/i 1 Vo Tenant/Lesseet Nl Email: 04105 . ame: 0• P., / 0 WI. n!). ow state: 0 Zip: a31,8 Phone#: Flop-0 foriAn Phone#: -3c. 665- g oo° Phone#: State Certification or R 'stration #: Certificate of C mpetency Contact Phone#: (OSJ Email Address: al 1 B I CS• 61C41 /Kb DESIGNER: Architec ngineer: Value of Wolkp ;,tars s 't: $ !i' OD Square/Linear Footage of Work: Type of Ivor a. f D ton o 1Y' " Color thru tile: ONevw ORepaii/Replace ) 5 L lig', Ao 4+ ***************************************F s*******e**** **ax***** *+ x +x**************** ***** Submittal Fee $ Permit Fee $ J v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 44' 00 Bonding Company's Name (if applicant — Bonding Company's Address City State Zip Mortgage Lender's Name (ifs. i Mortgage Lender's cable) City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated.. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence 1 h poste no ce, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Age t A Contrac .r The foregoing instrument was acknowledged before me this 4---# The foregoing instrument was ackno' edged before me this f day of L % ': , 20/2, by C .1 , day of e. , 20 / , by , who is personally known two me NA- who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: • ale/ 4 Sign: ��� ..,414∎11 , Print: 1 ite/{ /62( g. e EZ. My Commission Expires: 00/02/2076 MILAGROS B CHAVEZ MY COMMISSION EE188780 EXPIRES Februily 02, 2016 *, k*:p***:A,U,U*****+K+ktli* k*******sA** *+ k+ k**+ k+ k+ k+ k*******sh******sA**** APPROVED BY ef/-42, Plans Examiner NOTARY PUBLIC: i� 4141 , s 8 :- Sure oi.Fio)Ida • My Comm. Expires Dos 5,:,2Ol � • Commission # DO 915f34 Bonded Through National Netarm rM!. Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Permit No: 12 -1217 Job Name: August 31, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Identify the means of egress during a time of storm on the plans. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 0 Ore-mi 065 FI M@METTI ,;.:6.13- 2 teraP1M 5ta1 15 (AL )27 1 Miami s:-Ore- Vige 2512 DATE COMPLIANCE WIT I- I ALL FEDERAL ogorervavt, — rx.r. ---w-tsfvz m (Xixii) ti-2.14 tiv I/ -i ....... I i*Y9tz. I eit(I-VVOZKOSX'a) 47-1Th 77,2451 7z .3-7//7„)(6) it rif-Cr WINP146 act-mew-TM wo *s t4e" 12_n Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COI INTY RULES AND REGULATIONS r-- vevi6 ith(-) opw45 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wavw.miamidade.gov/buildina SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AD 12 -32, titled " 22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0817.03 and consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA Date: 12-0410.01 2013 Expiration Date: 01/23/2013 Sh7 /2.012 Approval Date: 05t1Pg la0e1 Florida Storm Panels, Inc. 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 DRAWINGS 1. Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02 2003, signed and sealed by Frank L. Bennardo, P. E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002 signed and sealed by Yamil G. Kuri, P. E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002 signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002 prepared by Frank L Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002 prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 my A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0410.01 Expiration Date: 01/23/2013 Approval Date: 05/17/2012 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD12 -32, titled " 22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -2 Hq i A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0410.01 Expiration Date: 01/23/2013 Approval Date: 05/17/2012 tr011*2 krZ PRODUCT MARKING (LOCATION OPTIONAL) 1.+_32M, x020• 1378° SCROLL BACK 1.312' 1 1.781' 1 1.781' L 1.781 1.78 12.508' PANEL COVERAG DUCT 0 ° ON OPTI 114. ROLL 1.317 14.438° PANEL LENGTH @STORM PANEL. 1/4- 2083!4 5.&57112 @STUDDED ANGLg GENERAL NOTES: 0.128' TYP t00° MN 8.007 MAX C 007 2082' o• 0.082' .781' 0.082` a 18 GAGE (00.0518'OAL STEEL,GRADE SO) 8.000° MAX URE PRODUCT REVISED Es complying wi1hEtc FAO* BaII(S$Cade Acc0plmma No oil •.O� DUB1 •irnrrk a 13 Awrior 31,111 1' o oduM Comm' 7. THIS SLIMIER SYSTEM HAS BEEN DESIGNED AND TESTED ASA LARGE AU880.0 IMPACT PROTECTIVE SYSTEM IN ACCORDANCE VMS THE FLORIDA BUILDING CODE 2010 AND PROTOCOLS TAB 201 FOR LARGE NIMBLE IMPACT, TAB 202 FOR UNIFORM STATIC AIR PRESSURE AND TA8 203 FOR CYCLIC WIND LOADING. 2. N033.3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES 9. POSITIVE AND NEGATIVE DESIGN PRESSURES TO SE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTFIEIS ON AJOBSPECI0C BASIS IN ACCORDANCE WITH THE GOVERNING CODE. OMEN ASCE 7.1013 USED TO CALCULATE PRESSURES FOR USE WITH 1HISPRODUCT. THE I16E OFA DIRECTIONALITY FACTOR X4.509 ISALLOWEO. 4. THE SHUTTER SYSTEM DETAILED H[RENTS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ERE. U' SITE COMMONS DEVIATE FROM THE CONDITIONS DETAILED HEREN, A UCEN5E0 ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH was DOCUMENT 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE PJ08TING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 8. STORM PANELS SHALL BE 220A STEEL (GALVANIZED THICWNESS 00.00' MINI CONFORMING TO A8TM ASS). STRUCTURNAUALITY. GRADE 80.EB0 GALV. COATING SNITS MIN, FY'82.0 ME AU. EXTRUSIONS BNAU.BE 0083 •18 ALUMINIUM ALLOY. 7. PANELS SHALL BE PERMANENTLY LABELEDLMTH A MINSWIM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, NC OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8, STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM &PANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION(CTCI. OF MIAMI. FL, TEST REPORT N0.02441. B TOR & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED ASFKED CONDITIONS DICTATE. PANELS MAY BE MOUNTEDHORMONTALLY WHERE APPLICABLE EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'FT OR 'U' HEADERS 10. ALL BOLTS & WASHERS SHALL BF 71NC COATED. OALVAMZEDOR STAINLESS STEEL VI TM A MIMMUM TENSILE STRENGTH OF 40 KR. 1 � t CLOSURE _2043` 1.870' 8.093' 1.93r 0.003' 13 TOP "H" TRACK O 2.038' 0.200' ©" /0. (MAD ALLOT) ER 2.081° 0.083' L 1.535° 0.093° 3.37 ?MAX , 0.375 0188'1,. • I ' II R0.30? 0007' (04 K SSE .197' dodo 1.0 TW 01" L._1 4.000' I WORTH UNLIMITED (PREP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS RE00) TYP.SECTION III II IQI I IlluiiiHhIIIHhII!L1,MFG BOTTOM MOUNT �Ii AS REGYPE - 1�1 TAI' LAM E• L HER 1z HEADER END CAP �D) ATYPICAL MOUNT ELEVATION P TVSTEEL GRADE UIREDOUBEMO 1.710'IREP'TYPICAL ONTB FOR OATH TRUSS TOR USE OATH 701.00 E'ND ANCHORS CALMS) OPTIONAL 1/4-20 STITCH BOLTS wax WASHERS WNONUTS FASTENED 22 OVERLAPS 22 M108PAN (USE APPROPRIATE SPAN TAME) PLAN NEW 0.313° 3.249' 0.087 9,1393. ^� 1937' ()BOTTOM "H" TRACK 18 TOP "U" TRACK iN • 25 S 8.SIOEWALK OR MACHINE BOLTS & WA81 @ROD NINONUT ®240.0.OW. EXISTING WINDOW 0.093' 5.313' 1.532 0.083' 0.003' 0983`�� TOP MOUNT (CONN TYPE AS REDO) • LAST PANEL BEFORE BSTRUCTION TYPICAL PANEL OVERLAP 5AY8EAT g TOP BOTTOM M o1 PALL ABOUNE OBSTRUCTION z i oet 44,8 � Niro N a 5 18 GA GALV.STEEL BENT PLATE (2.04755.1001) OR 74770.127 0083 -T13 ALUMANGLE 4' MAX ©CORNER C @SURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.57IMES BUILD-0UT DISTANCE (2001 FRC 8E07E412E3) 0287 MAX ALUM. ANGLE ®OR JOAN CLOSURE PIECE CO (SEE DETAILSABOVE>. LEO DIRECTION MAY BE REVERSED 1.000° CONCRETE HOLL BLOCK OR WOOD FRAMING C(TETTING CONCRETE HOLLOW BLOCK OR WOOD FRAMNO FASTENER ®170.C. FOR DESIGN LOADS LESSTHAN OR EQUAL TO 87771 (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANOmR). FOR DESIGN LOADER GREATER THAN 2. 878'01 USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS (G 17 O.C. @BUILD -OUT MOUNT CLOSURE DETAIL ILTS. EMBED NIB OWN TWE IS RE0D1 ICAL MOUNT ELEV ALUM. ANGLE ®ORJ -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). 0.004.93 DI MAY BE REVERSED OVERLAP M ¢L„ M ASTENER 015' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO AlpN (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADER GREATER THAN 57(51 USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS ®170.0. O OPT ORAL 14.2 0 STITCH BOLTS WITH WASHERED WINGNUIS FASTENED O2 OVERLAPS 22 MIDSP N (USE APPROPRIATE SPAN TABLE) MAX EXISTING er LOLLOQC W.' * • OT1 WOO FRAMN4 0 @ TRAP MOUNT CLOSURE DETAIL NT9. RUCTI 28'.83' • 111111,,8' 1,2 IN 4troctakkayyO.'A L' FLORIDA A- Reas§8010S C. AL . 5i5 68'73 5877 T A 1P •• i. bAL Hba + °N APR ( 2012 1 6 41 -0¢-t¢ &L P'pIBla.T 1ST 1e-ND I OF 4 twet,ma,6 1\r/) ;A-3 CS CONNECTION TYPE REFERENCE ANCHOR EC0ICDULE T3 FOR MAR 'PACING SHORT LEO MAY BE REVERSED TOWARDS THE OPENING 00 EX44IW6 GLAZING EXIST 2000NCRETE, HOLLOW BLOCK OR WIND FRAM= (BEE MOOR SCHEDULE 13 BASED ON TYPE OF STRICTURE) r E41i/ /�I C2CCRNECTIONTYPE REFERENCE ANCHOR 628000 T3 FOR MAX SPAOR NT.S. CI CONNECTION TYPE ANCHORS TOSE ATI2S OR MEM 0.C.(REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING). LEW REMOVABLE ANCHORS ONLY OUNT SECTION EXISTING BLOCK OR '...8 FRAM/NA (SEE ANCHOR BASED ON TYPE. STRUCTURE) 1143) 3N° S8. MACIEN1 SCREW ®12900. 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING MS 00 MOAN= 01ECT10N MAY BE REVERSED. ASSUME C260NNE0900 REFERENCE SCHEDULE 28081 LE T3 FOR SPACING z ° � cl EO OPTIONAL BIHLDOUT DOWNING CONFIGURATIONS (AT HEADER OR COL) 039120 •. HOLLOW WOOD (SEE 80' BASED OF8' RE BHP MEE 12210 EM380 Ilrt• O IOA88 8510 TABLE P L4Ri EXISTING GLAZING OCK TOR NO 200 . '13 pasfula BLOCK OR BEE ANCHOR ON TYPE OF CS CONNECTION 0008RLINCE ANC 8802009011 FOR MAX SPACING W. HOLLOW FRAMING HED. BASED TOPE • 1 Ai o tl er 0 10 -2223M S.B. MAOI SE 50060 E WOW C. C2 CONNECTION TYPE ANCHOR SCHEDULE 13 FOR SPACING WALL MOUNT SECTION N.T.S. CONCRETE. HOLLOW FRAMING (BEE AAA . .. EASED ON TYPE OF 0IRLRTIRE( EXISTING GL — 0 0 040OWBCTWN1YPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING IN0894'8.6 MACHINE SCREWS ®1290.0 LEO DR MAYBE REVERSED, MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN S HEDULE @ FROM GLASS SCHEDULE LOAD NO SEMM Bab tMRX(M 30)86303 AT AROSE LMAX(9 25 10' -7' 10' -7* 30 10' -5" 10.6° 35 10'-0" 10'-0' 39 8.9" 8.9° 40 8.8" 9'•8° 45 0.4° 8.5• 48 8'-11' 8.3° 60 8.10° 8' -2" 66 8'47 8-0' 276° 1.28° 8'-9° 60 8' -1° 226° 6-8' 70 7L8° 7'-8" 72 74° 7-6" 78 7-2" 7' -2° 80 8.9° 6' -9° 90 8-0° 8' -0" 100 6'4° 84' 110 4' -10' 4' -10' 120 4'-8' 4'-6° 130 4' -1° 4' -1" SPAN SCHEDULE NOTES: (.ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE ES ACCEPTABLE FOR U8E VAIN POSITIVE LOADS LE88 THAN OR EQUAL TO NEGATIVE DESIGN LOADS 2JNTERPOLATIOI BETWEEN LOAM IS ACCEPTABLE. OTIERVi8E USE LNDO HIGHER LOAD S081)NOLY000TRI8SES ®290.0. MAX P13880 LAW (P89) Span Loan Mere EMpao03 DEEDED 48991 8091REIn (Inches) Sh39 6'-0° 2.78° 1.22° 30 8•-6° 2.787 1.64° 10'-6° 3.00° 3.00' 6'A° 275' 1.26° 36 8,8° 2.76" ' 210" 10-0° 3.00° 3.00° 8-0' 276° 1.28° 40 8'-8° 278° 226° 6-8' 3.00° 3.00° 0-0° 276° 1.32° 45 8.8" 276" 241° 9,4' 2.76° 1. 8-18 2.76° 273" 8 -1' 2.76° 244° E_'-6' 2.75" 1.61" 70 7-8" 2.75° 224° TABLE T2 NOTES: 1.FMER SPAN SCHEDULE WITH POSDNE DESIGN LOAD TO DET E W ANE 000033 ALLOWABLE STORM PAWS.BEPAPATION FROM GLASS OR DOOR TO BE PROTECTED. SLT®ULE IS REQUIRED FOR USE WITH POSITIVE LOADS OSY. 2.INIERPO4NON BETIVEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT WAXER LOAD. GLAZING 080988PARA1108 PROM GLASS (PEF.TABLE13) %TNT.S RUSS MOUNT SECTION 8(8011NG CONCRETE_ HOLLOW BLOCK OR MOOD FRAMING {SEE ANCHOR SCHEDULE BASSOON TYPE OF STRUCTURE) EXTERIOR WALL EWER TIRE TO BOTTOM TRUSS 0(0ROSYO(d) 18282 EMBED WA SCREW ®END(TRUSS (2110.. MAX) 4'14 R100?R' MIN STEEL TIRE • U' WADER TORaLED STEEL MME MEATIER LAG(A6 DESCRIBED ABOVE) ® TRUSSES 946.91028(8110.0. SASS KATE BETWEEN TRUSSES PRODUCT MIND B Code o PtaddB uikling Poo No 135 Miemi Ds.;:•' •'- ctCon9D1 ALUM OR GALV STEELBPACER V' .c • 1k fF • l AS REVD. CI COE4EO90N TYPE ANCHORS TO 8E AT 12Cat e]S 0.0 (SCHEDULE ,Ttt3411114,44 T3 FOR MAXSPACING).000 t 0 REMOVABLE ANCHORS OM's,'" ••wiGEiVS92yi �wggygp(c� PI. FLORIDA Ttffi1SFRATI§N -V $ P„[ 855983 • 4 .3 C''CN. 28677 ^ O EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING MEE ANCHOR SCHEME BASED ON TYPE OF STRUCTURE) 1M- 20x30.0.0 MACHINE SCREWS 9112.80.0 02 CONNECTION TYPE — REFERENCE ANCHOR SCHEDULE 13 FOR MAX &PAC=O ' NT.S F" TRACK /DIRECT MOUNT SECTION 8 C4 CONNECTION TYPE REFERENCE ANCHOR 09000(68 T3 FOR MAX. SPACING CEILING/FLOOR MOUNT SECTION N.T.B. EXTERIOR WAL FINISH PROTRHDNG TROD MOUNTIML SURFACE © OFFSET WALL MOUNT SECTION N.T.B. 0 2 t. 81 PENETRATION OR EMBED EXISTINO CONCRETE HAMILTON EACH OR WOW FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - C6 CONNECTION TYPE REFERENCE AMR(OR SCHEDULE T4 FOR MNt SPACING MEMO OVQMG EXISTING CONCRETE HOLLOW LOCK OR WOOD FROMM (BEE ANCHOR RASED ON TYPE OFBTRUCR8E) GO CONNECTION TYPE REFERENCE ANT2IOR SCHEDULE T4 FOR MAX SPACING OWALL MOUNT SECTION M WALL MOUNTTRACKLNX.S. 0 HEADER/SILL MOUNT SECTION TRAP MOUNT TRACLE ON ANGLENTS. OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRE IL HOLLOW BLOCK OR W000 FRAMING (TEE ANCHOR 8080011E BARED ON TYPE OF STRUCTURE) -C7 CONNECTION REFERENCE AN SCHEDULE T4 FO SPACING EXISTING GLAZING -- 07 CONNECTION TYPE REFERENCE ANCT9R SCHEDULE T4 FOR MAX SPACING OCEILING /FLOOR MOUNT SECTION M8 EXISTING CON78ETE 1OLLOLN BLOCK OR WOOD FRAMERS PENETRATION (BEE ANCHOR SCHEDULE OR EMBED RASED ON TYPE OF STRUCTURE) ee CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 84 FOR MAX 8PMAO REDO MA86 BEPAR116T 12 FOR Nei) EXISTING CONCRETE. HOLLOWIOCKOR WOODFRATIXG (SEE ANCHOR =EMU 888 BASEDONTYPE OF STRUCTURE) HEADER TRACK ISOMETRIC 4 TOPTRACKNTS CLIP LOOKS EMPANEL FLUSH AGA INST - TOP TRACK 0)1'02 0.08201-348• ANGLE ® ENDURE) 8148M8 TO TRACK TOP MP TRACKOR TOP It TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) I R FOPUTSE WITH RE808 FOR USE WRHREM04ABLE HANDLE AND/OR ` PLABTiCKN088 BOTTOM IfTRACKOR BOTTOM TRACKN.TEL BOTTOM R1088 PER DETAILS DETAGTUE PEfl DETA6S M, N 60T0 LEP) r� ■ ®SILL TRACK ISOMETRIC ' MA FLOOD ARLMATES AT BOTTOM O ADJACENT PANEL FASTEN EACH PANEL AOUAOENT TO LAST PANE) BOTTOM WHO ELM PANELMIATES 8(1)P RB CREWE ALTERNATIVELY, I1SE (3)PANELNATEB AND NOTCH 80TTOM CORNERS OF (AST PANEL TOMTCVER INNERMOST ANCHOR). 0DIREP CT WALL MOUNT SECTION SOTTO/801M 'WALL MOUNT (REF.OETAI'8) N T.B. SAL 'EACN AEL 40N P6W�BOLTBWWMOUTB OF (AST E A T 0'."7 P S AD)ACENT PANEL gpT,g2YR•NAXNOTCHIV """`""Ta r *L,N^ /F +'° ++ AFB PANELAROUNO Y4NONUT PANEL MO 1 4 ++ ()DIRDIRECT WALL MOUNT EXTERIOR ELEVATION eO r'�k•�OEN0. 0 0,,B ECT DIRECT WALL HOW * / FLYOtt p TEIO. N• &p ° 1 PE 155883 )p t . (w CA.Mi 28877 PA4Tgc..„ 0 0 : re 5 1 a (REF MEWL I, MET.S. 4`1iV17UL'j'REVISED MGOPIO380Qs mQt8FI0O1g48 • h. . .,. Art ,.,.N ,... .. Control -02 -le 8 X0719 8L NCY Ie_P9 i"AD12 -30 3 OP 4 gv.40).908.00 0 . i z 8 g O „ 2 1/4'x1.1/4" EMBED ELCO TAPCON Toop b) 0218.00 39 49 88 72 130 12518.5189"15.6" 125188127'12.5 125188 8.7. 10.5 126° 132" 8.9. 8.3° 8.20' 9.T 3.5 Cr 19 7/4 ANCHOR LOAD (Pet) PANS UP TO & CONK TYPE 01 92 03 04 :: •• ;.. A. . CI R(?' 4a a :r ANS UP TO 10978 CONN TYPE 41 05 08 04 12818.0" 88 8.3° 12.6" 18.5 8.2 8.5 6"18.9° 89' 8 12 4' 126'188 85 0.2 125158 88 0.4' 1/4 "xl-304' EMBED°® 39 122 16.0°10.516.: 150' 126" 18.0" 11.0" 13.5' 12813.6" 6.8' E1.2.0 TAPCON 55 49 126' 182 16.0° 10.0" : ' Og 13.2 125° 10.0" 8.4' 10.4 6.1° (MIN 3320 PSI CONC) 58 12519.6' /8.0° 180' 126" M. ' .: 11.1" 126"185 8210.2 o T48159) a 483.00 72 V0oP6b) ° 475.00 130 1251 &513.0° 14.2 12.6" 16.0° 8.0° 10.3' 12518.0' 0810.3" 122 10.0" 89' 10.3' 12518.0" 8.9" 10.3° 125180" 6.0'10.3' pr4 . 1/4"x1- 7M'EMBED 39 ALL- POINTS SOLID-SET 49 LEAD SHIELD ANCHOR • 68 12.51 &0" 18.518.5 12.518.0" 18.518.5 12.5'1 &518.516.5 124"18518.2"1 &0" 12.51 &0" 102' 11.5 12.5' 16.5 7.0° 89' 12516.510.5°12.1' 125180" 7.5 9.5" 125'188 7.1" 82 O To 7b) °428 72 12.518.0'11.0"127° 12.8'18.5 7.1• 92' 12510.0' 7.1" 9.2 5O V08p(5)"429 130 12518.5 7.1° 0.2' 125780" 7.1' 92" 1251&5 7.1" 9.2 130 114°x1.2 EMBED 39 12518.51 &518.0" 12518.0.13.3"1 &r 12516.0" 92.126' 82510.4. 3.9" ELCO PANELMATE 49 12698.0" 128' 18.5 8.6"124" 12.6"188 68 88 .125188 (MI4336OPB1 CONC) • 68 12816 0" 14.8" 15.5 128180" 8510.4" 12.r 180' 62 8.5 BRASS BUSHING& ToOp919 037200 72 12518.0" 10.0" 13.5 12.5185 62" 88 12.8.10.0. 62 98 82510.5 4.0" Vcop(113)a 888.00 130 125180' 82 08 12.8 °18.0" 6.2" 0.0' 12516.5 62" e8 gv.40).908.00 0 . i z 8 g O „ 2 1/4'x1.1/4" EMBED ELCO TAPCON Toop b) 0218.00 39 49 88 72 130 12518.5189"15.6" 125188127'12.5 125188 8.7. 10.5 126° 132" 8.9. 8.3° 8.20' 9.T 3.5 Cr 12.5'1 &6" 78 9.9" 826"123" 92 7.7. 62510.4" 4.0" 88 8.29" 9.T 3.0' 80' 6.28" 8.T 3.8" 68 126"125 6.4" 7.8" 825'10.0• 3.8" 62 926' 9.7. 38 85 826' 9.7° 3.0' 6.0" 825 9.7° 3.8" 8.0" 114x.7/8 EMBED ALL- POINTS 80LID SET LEAD SHIELD ANCHOR TWp9b)0359 Vi6ep(13)0249 39 49 • 68 72 130 12.516.518.0'18.5 128° 16.0" 18.513.1" 12.516814.2 11.0' 12.6" 180' 90' 8.5 12.5" 16.5 6.5 8.2 12.5" 18.0'12.r 10.3" 12.5.16.0" 84° 82' 12.6" 198 8.8" 85 125185 62 8.4" 126"1 &6" 8.8" 8.4" 12818.0" 88 8.3° 12.6" 18.5 8.2 8.5 6"18.9° 89' 8 12 4' 126'188 85 0.2 125158 88 0.4' 1/4 °x1.04'EMBED ELCO PANELMATE Tcap(W)0204.76 VoapOb) °233.60 39 49 •88 72 130 128180'18.0" 122 128185118 9.T 1251 &4' 82 8.1' 62512.4" 0.5 8.5" 825 9.1" 3.4" 4.7" 128"14.0° 7.3' 7.7" 0.28"11.8" 0.1° 82 625116" 4.5 08 6.28° 9.4' 3.9' 4.9" 625 8.6" 3.6" 8.1° 0.26• 9.1.3.4' 4.7' 626" 9.1' 3.4" 4.7' 6.25" 9.1' 3.4" 4.7' 626" 9.1° 3.4" 4.7'.6.28" 9.1° 3.4" 4.7' 0.75 EDGE DISTANCE ®ANCHOR SPACING SCHEDULE 10880NOUNT P89464. TRAP MOUND 114"x7 THREAD PENETR.IAO SCREW 706489)'389.83 Vap9b) °82.97 29 49 68 72 130 12518518.0' 12.8.18810.0" 12518814.4' 128°188 98 12518.0' 0.0' 7.5 8.0" 8.1" 4.1" 123'188128' 128'188 8.6" 126" 188 86" 12518.0' 8.0" 12510.6" 8 49' 38 32 .12516.0' ."./ .126"10.5 126" 180. 8.9° 38 1251 6.5 8.3" 3.2 128"185 05 80" 80' 434tij SPANS UP TO 914 x 1.1/2 THREAD 39 12510.518.5 7.0" 125186' 82 48 12813.6" 6.8' 2,5 p PENETRWOOD SCREW 49 125186"138 6.1° 125132 58 38 626•10.T 4.1' 31 o 58 12.6"19.0" 9.3 6.r 526"11.2. 4.3" 32 828' 10.4 3.9° CS C8 Tap9b)0234.00 72 12514? 8.5 4.1' 620"114" 3.0' IM'x1312 EMBED 82510.4' 9.5 162 180" V09110b) a 0&74 130 928' 10.4° 3.9" 18.0" 1 5.3' 6.2510.4' 08 ELCO TAPCON 82510.4. 3.9" 10.0" 180" 11.4' 180" 7115 x818"EMBED 36 12510.0'18213.0 .125188 85 81" 12.513.4" 6.7° 88 10.9" 182 BRASS BUSHING& 45 12.5 18.213.5" 10.3"'12513.1" 6.5 8.4" 82510.5 4.0" 62 85 114-20 SCREW 56 12.5188 92 5.7' 52511.1° 4.5 &4" 62510.3` 3.5 8.5 72 TapBb)0231.60 72 12.5145 82 68 82510.3" 38 68 62510.3' 3.8" 8.0" f 169° 10.0" Vap(G)023260 130 82510.3° 38 6.5 02510.3' 38 68 825108 38 6.5 ®ANCHOR SPACING SCHEDULE 10880NOUNT P89464. TRAP MOUND 114" x1 -1/2 EMBED 0100 TAPCON Tap(8) ° 218.00 VWp)8) a 398.800 39 48 72 130 16.6" 188 18.5 180" 115 10.0" 6.4° 14.6" 8.9" 13.2 7.6" 34" 114" 31.712 EMBED ALL- POINTS 6DUD -SET 10#01 SHIELD ANCHOR Tap9b) a 368.00 Vamp,) ° 24990 39 48 • 58 72 130 18.5 16.5 18.0" 10.5 62 18.0" 16.5 16.0" 180" 108 124" 88" 6.6" 4.4" 4,4" 18.5 19.6" 15.5 168 18.5 144.81 -114" EMBED ELCO PANELMATE TWp(b) ° 204.78 1299(9*) 0 333.80 39 49 • 72 130 169' 18.0• 16.3' 8.0" 4.T 18.5 18.0' 16.5 13.4 12.4" 7.1° 14.8" 126' 102 9.2 9.1° 48 8 114"51- 114'EMBED ELCO TAPCON Tap9b) 0174.00 Vcap(N) 0 318.00 39 49 72 130 12.5 10.5 8.9" 7.5° 8.5 82 zr 8.8" 4.9" 4.5° 0.5 8.5 52 3.7" 3.6" 32 114 "51.7/8' EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR 749909). 358.00 Voop(Ib) ° 249.00 114' 01 -1/4" EMBED ELCO PANELMATE Tc89)0) 0 201.83 V8Np45) 0198.60 4B • 68 72 130 48 • 72 130 18.0' 14.2' 112 8.5 123" 10.0" 8.7" 7.4' 6.r 10.4" 9.5 7.4' 6.6" 6.5 112 9.r 7.5 6.7" 8.1' &5 88 8.8' 4. 4.3" 2 7.2 82 4.4" 4.4" 7.6" 86" 5.5 45 4.6" &1' 44' 3.8• 32 3.2" 2.8° EDGE DISTANCE 0.75 EDGE DISTANCE 2.0" EDGE DISTANCE 114" x 2 THFEAD 39 18.5 SPANS UP TO SPANS UP TO 10.5 42 PE140TR.LAG SCREW SPANS UP TO SPANS UP TO G ANCHOR LOAD 6.909 6.676 68 ANCHOR LOAD 5.606 9.676 &4 Ta7(Ib) 0389.53 (PgO CONN TYPE CONN7YPE 4.4° 188 (DSO CONNT(PE COW4 TYPE 92 188 4.4° CB CB CS C8 814 x1.1/2T READ 39 188 07 CB C7 08 160' IM'x1312 EMBED 39 162 180" 10.0' 16.0' 185 114'61- 314'EMBED 39 18.0" 1 5.3' 13.8° 9.7' 55 ELCO TAPCON 45 10.0" 180" 11.4' 180" "g ELCO TAPCON 48 16.0' 132° 11.8' 82 %;4u3 (MIN 3320P81 CONC) 08 10.9" 182 7.8" 182 5.3" (MIN 3320PSI LONG) 68 182 10.8' 9.8" 89' 7/18" x air EMBED TP.F(30°483.00 85 '142 18.0" 85 18.0" 18.0" TWp(N)0388.40 85 129' 92° 85' 02 18.0" Vcop(b)047 &00 72 t .11.9" 180" 0.0" 18.0" 04.20 SCREW V6Op9b) °38090 72 11.5 8.3° 8.5 80' 1ppU111142 x1.718' EMBED 99 f 169° 10.0" 86 E 04'x1.718' EMBED 39 18.0' 10.0' 152 10.8° 1: ?F�iS ALL- POINTS BOUDSET LEAD SHIELD ANCHOR 48 • 66 1 16.0' 10.0" •18.0" 150" 148 ALL -POINTS SOLIO-SET 45 LEAD SHIELD ANCHOR • 86 1832 14.7" 18.0" 129• 13.2" 9.3" 10.8' 79" TOAD/ ° 428.00 88 028 18.0" Tcap9b) a 428.00 86 14.4° 10.2" 9.5 8.2 Vcap(Ib) 0429.00 72 88 18.5 Vicep(D)0428.00 72 13.0' 92 9.5 9.7" - 114°x1.2" EMBED 39 189" 18.0' m'a 448441 04 "51- 2"WEED 38 18.5 11.5 10.2 7.4" ELCO PANELMATE 48 18.0" 185 ELCO PANELMATE , 45 14.r 10.1° 8.9" 64" (MIN 3350 PSI CONC) • 58 I 16.6" 16.5 (MIN 3380 PSI CONC) • 66 11.8' 62 7.3" 62 Tapp) a 372.00 86 11.5 16.5 1 Toop(U) a 297.80 ■ 85 9.7" 7.0" 6,4" 48 V08p(m) °895.00 72 88 188 Vicep(0r)°282.60 j 72 8.6" 8.3" 6.4' Cr 114" x1 -1/2 EMBED 0100 TAPCON Tap(8) ° 218.00 VWp)8) a 398.800 39 48 72 130 16.6" 188 18.5 180" 115 10.0" 6.4° 14.6" 8.9" 13.2 7.6" 34" 114" 31.712 EMBED ALL- POINTS 6DUD -SET 10#01 SHIELD ANCHOR Tap9b) a 368.00 Vamp,) ° 24990 39 48 • 58 72 130 18.5 16.5 18.0" 10.5 62 18.0" 16.5 16.0" 180" 108 124" 88" 6.6" 4.4" 4,4" 18.5 19.6" 15.5 168 18.5 144.81 -114" EMBED ELCO PANELMATE TWp(b) ° 204.78 1299(9*) 0 333.80 39 49 • 72 130 169' 18.0• 16.3' 8.0" 4.T 18.5 18.0' 16.5 13.4 12.4" 7.1° 14.8" 126' 102 9.2 9.1° 48 8 114"51- 114'EMBED ELCO TAPCON Tap9b) 0174.00 Vcap(N) 0 318.00 39 49 72 130 12.5 10.5 8.9" 7.5° 8.5 82 zr 8.8" 4.9" 4.5° 0.5 8.5 52 3.7" 3.6" 32 114 "51.7/8' EMBED ALL - POINTS SOLID -SET LEAD SHIELD ANCHOR 749909). 358.00 Voop(Ib) ° 249.00 114' 01 -1/4" EMBED ELCO PANELMATE Tc89)0) 0 201.83 V8Np45) 0198.60 4B • 68 72 130 48 • 72 130 18.0' 14.2' 112 8.5 123" 10.0" 8.7" 7.4' 6.r 10.4" 9.5 7.4' 6.6" 6.5 112 9.r 7.5 6.7" 8.1' &5 88 8.8' 4. 4.3" 2 7.2 82 4.4" 4.4" 7.6" 86" 5.5 45 4.6" &1' 44' 3.8• 32 3.2" ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 0191Y. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN BIMARALLOWABLE SPAN SCHEDULE (TABLE TI). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO 3 S SELECT SELECCT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONOO1ON (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE MATH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 1S WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD LS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 0.75 EDGE DISTANCE 0.75 EDGE DISTANCE 114" x 2 THFEAD 39 18.5 16.0" 12.4" 10.5 42 PE140TR.LAG SCREW 46 18.0" 18.0' 56° 18.0" 68 18.5 18.0" 8.0" 18.0' Ta7(Ib) 0389.53 85 102 16.0" 4.4° 188 2 11687(0) °0297 72 92 188 4.4° 18.5 9y� 3.5 8" 814 x1.1/2T READ 39 188 180' 81 160' o PEAETR.WDOD SCREW 48 16.0" 185 BS 144" QQ 6.4° 55 11.5 185 96" 116" "g Tc0p3b) °234.00 85 6.5 185" %;4u3 104 72 8087(0)090.74 72 5.3" 149' .,,Zj .;,i;.:,. 10.4" 39 7/18" x air EMBED 39 18.0• 1 82 18.0" 48 BRASS BUSHINGS 40 18.0" 16.0' 8.5" 142 • 65 04.20 SCREW • 88 11.7' 18.0" 32 11.4 66 TapDb) a 231.60 86 6.6" 18.6' s;".L. 10.2 72 Vap(m) 0 232.60 72 5.3" 148 ,y :,4, . tp,i 10.7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 0191Y. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN BIMARALLOWABLE SPAN SCHEDULE (TABLE TI). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO 3 S SELECT SELECCT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONOO1ON (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE MATH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE 1S WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD LS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4• MN) WOOD STUD (9/4° EDGE DISTANCE IS ACCEPTABLE FOR 1N000 FRAMING). WOOD STUD SHALL BE SOUTHERN PINE, 592.95 OR GREATER DENSITY. LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. • DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS S. MACHINE SCREWS SHALL HAVE MIMMUM OF 112' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER PAN HEAD, TRUSS HEAD, OR WAFER HEAD (OIDEWALX BOLT). PRODUCT REVISED 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FI4ISHE8.88 campjyln$1y(y the Nada 10. DES8SNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE B9i(d(eg Code " ExP Ateeplause i DNte taw 0 .0 • Om 1 1 Zd a 0 6 U 2 04 -02-12 COT 1E -076 0.75 EDGE DISTANCE 1/4" x 2 111READ 39 7.5 6.5" 4.6" 42 PENE9R.LAG SCREW 45 6.5 Br 41 56 8.3" 46" 34" 746509 a 358.53 66 48 36" ��� 2 V 8287 WP(dI ° 72 4.1^ 298 29!4,9" 40' 9y� 3.5 8" 014 x1.1/2 TH30AD 39 7.T 82 0 PENETRWOOD SCREW 45 98 5.4° 42' 34• 66 6.4° 4.2 3A° 7467(79) 02346 88 4.5 ar 312 V1ap(I6 °98.74 72 4.1• 3.3° 35 / 7/16"x8!8 "EMBED. 39 13.0" 0.2 : 88 BRASS BUSHING& 48 112 8.0' 7.1" 51° 1/440 SCREW • 65 92 88 58 4.1" Tap9b)0231.50 66 78 6.6" 8.1" 3.7. Vcop(Ib) °23280 72 7.0" 6.5 61" 3.r 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4• MN) WOOD STUD (9/4° EDGE DISTANCE IS ACCEPTABLE FOR 1N000 FRAMING). WOOD STUD SHALL BE SOUTHERN PINE, 592.95 OR GREATER DENSITY. LAO SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. • DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS S. MACHINE SCREWS SHALL HAVE MIMMUM OF 112' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER PAN HEAD, TRUSS HEAD, OR WAFER HEAD (OIDEWALX BOLT). PRODUCT REVISED 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FI4ISHE8.88 campjyln$1y(y the Nada 10. DES8SNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE B9i(d(eg Code " ExP Ateeplause i DNte taw 0 .0 • Om 1 1 Zd a 0 6 U 2 04 -02-12 COT 1E -076 �UILDING PERMIT APPLICATION Miami Shores Village Building Department 1D050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: JOB ADDRESS: City: Folio/Parcel #: (1"' 113 7 & N 105 a' n Ci LUsr BY: ' Permit No. uEl_k6,1 Master Permit No. ROOFING Miami Shores County: — 012. — Os o Miami Dade Is the Building Historically Designated: Yes Zip: NO !% Flood Zone: OWNER: Name (Fee Simple Titleholder): 4 w 1' (, 1/1665 Phone#: (0'5) 351 O O Address: 6 � I� C�t/u� 1D City: M � f7E5 State: Tenant/LesseeNName: Email: C�4 105 t(I . 0. I I' (A !wiped 1. C1Oi)4 Phone#: Zip: 33 136 CONTRACTOR: Company ame: f�ry1 ►WM � IS Phone#: C� /� ✓� %�D Address: 194415 N ■ Z Al • City: State: n.„ Zip: ,fir 4- Qualifier Name: f>V'�G ' I Phone#: CIt Z %j i 1O State Certification oorR istration #: ' �» Certificate of Com etency #: Contact Phone #: (o) S $ '5 to C' Email Address: 10 • �• ��114 a o Ai I - Can DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 31 Square/Linear Footage of Work: 324 [Alteration Type of Work: ClAddition Description of Work: 06 lid) ❑New ❑Repair/Replace UDemolition Color thru tile: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** es******************************************** Ci�J Submittal Fee $ Permit Fee $ C.) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 it ./ • d Bonding C. pany's e (if applica Bonding Co City State Zip Mortgage Len.er's Name (if applicable) Mortgage Lende 's Addres City NOW State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ET F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also. a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notl.e approved and a reinspe ion fee will be charged. Signature .' � �'nI - Signature, Owner or A ent The foregoing instrument was acknowledged before me this Contractor The foregoing instrument was acknowledged before me this day of / ,20 /Z , by ,YLe, , day of 0/ ,20 /2-, by who is personally known to me or who has urod. - -.V /? who is personally known to me or who has produced as identification and who did take an oath. 3 -!3 NOTARY PUBLIC: As identification and who did take an oath. Sign: Print: My Commission eo My Comm. Expires Dec 5, 2013 Commission # 0D 915134 •• Bonded Through National Notary Assn. APPROVED BY 21?/=7` Plans Examiner Zoning NOTARY PUBLIC: Sign: Print: My C — • o o da • • " ittADomm. Expires Dec 5, 2013 Commission # DD 915134 snro Bonded Through National Notary Assn. Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 4.f Ofer441 N65 #D -47 hCGORAj D/i ct41) t�iZS tv OFa.)ii4‘5 j izoom (x) Pico 4-16-164F; 4.:„.,,,„,.., _,..:-J i!Er.,(c.,,,[\,,,,,,,,, � G Q "uC�. �`A uL : B Y: Fir L4s6aZ>(09*.) 0\AI:id\ ..C4_4$ 341/z) fletztcli)4A �3-7%z4s `IZ 37 jlzxs)'/i 17Pra WI &106-1,‘ 4 1s ( Nato I38 , oac Z-121"l Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE 2eP,I SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 - 44.4 - 43.3 -42.5 -41.9 -41.4 25 - 48.4 - 46.4 - 45.2 - 44.4 - 43.8 -43.2 30 -50.5 - 48.4 - 47.2 - 46.3 - 45.6 _ -45.1 40 -53.6 -51.4 -50.1 - 49.1 - 48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 - 48.3 - 46.8 - 45.6 -44.7 20 -57.2 -53.4 -51.1 - 49.5 -48.3 -47.3 25 -59.8 -55.8 _ -53.4 -51.7 -50.4 -49. 30 -62.3 -58.1 -55.7 -53.9 -52.6 • &� 40 -66.1 -61.7 -59.1 -57.2 -55.8 „Willi; �j`� ` � ' g' ;, , 50 -69.3 -64.7 -61.9 -60.0 -58.5 �li -60.6 _ imam 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichev r is snialler, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Shutters Depot 2345 W. Se Street, Bay 16 Hialeah, Florida 33010 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/build ing SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HPMA / Performance System 2 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. AD10 -30, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Hialeah, Florida and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �! 4.1/4/0 03/3//2o1/ MIAMI • E COUNTY APPROVED NOA No. 10-0930.14 Expiration Date: 03/31/2016 Approval Date: 03/31/2011 Page 1 Shutters Depot NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD10 -30, tided " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCYEngineering Inc., dated May 13, 2010, last revision #1 dated September 05, 2010, signed and sealed by Piping Wang, P.E. B. TESTS 1. See Association's generic approval under 10-0710. C. CALCULATIONS 1. See Association's generic approval under 10 -0710. D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10 -0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated September 30, 2010, certifying this product to meet the criteria of product tested and approved, and allowing Shutters Depot to use the test results approved under Miami Dade County Approval No. 10 -0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Shutters Depot dated February 12, 2011, signed by Mr. Fracisco Ceballos. 3. Letter by MCYEngineering, Inc., dated February 05, 2011, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD10 -30) prepared for Shutters Depot is engineering wise identical to HPMA's generic drawing (No. AD10 -12). E -1 elm%l/(./ A. Mahar P.E. M.S. Y > P.E., BNC, Product Control Unit Supervisor NOA No. 10-0930.14 Expiration Date: 03/31/2016 Approval Date: 03/31/2011 GENERAL NOTES: 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMEN S OF THE FLORIDA BUILDING CODE 21107 EDITION INCLUDING 111811 VELOCITY HURRICANE ZONE (HVH2). 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BEd 14 x 3°, 41041T MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksl TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPCLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 18381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6083 -T8 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 ksL ' 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 7. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 38 ksl MINIMUM MINIMUM YIELD STRENGTH. 8. SHUTTER'S COMPONENTS ARE PATENT PENDING. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BEATTACHEDTO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE CENTERMATE BLADE (COMPONENT H ). ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: SHUT IER DEPOT HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (s) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (0.034.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER. SHALL SUBMRTO THIS LATTER THE SIRE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED R. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) 1l4° DIA ITW TAPCON BY ITW BUILDEX u =120KSI,Fy =82KSI INTO CONCRETE W =3000 PSI 1 -3!4' MIN. EMBED 2 -12° MIN. EDGE DISTANCE TYPE Al. INTO CONCRETE BLOCK 1 -1/4° MIN. EMBED 2 -12° MIN. EDGE DISTANCE TYPE B. 114 ° -20 CALK -IN BY 'POWERS FASTENERS INTO CONCRETE W=3000 PSI 7B' MIN. EMBED 3° MIN. EDGE DISTANCE TYPE 61. INTO CONCRETE BLOCK 718° MIN. EMBED 3' MIN. EDGE DISTANCE TYPE C. 1/4' CRETE -FLEX SS4 MASONRY ANCHOR SY '81.CP CONSTRUCTION PRODUCTS Fu =120KSI,Fy =92KSI INTO CONCRETE (c "3000 PSI 1 3/4° MIN. EMBED 21/2° MIN. EDGE DISTANCE TYPE C1. INTO CONCRETE BLOCK 1 1/4° MIN. EMBED 212' MIN. EDGE DISTANCE NOTES WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2' AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, 8 Al: REDUCTION FACTOR = 0.77 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.50 ANCHOR TYPE C 801: REDUCTION FACTOR= 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VAUD FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3 °. YIPING WANG, P.E. FLORIDA REGISTRATION • PE ®55883 CAN. 28677 SEP 27 2010 a 2 3 2 x DTs 8CAle MUsN Le Ds∎eaa xa AD10 -30 1 OF 10 RLL OfENitibS peN1065 014f; 4q45. 075° 1,870' 1.720'.. .075° :187° 8..082 • 1080° © CEILING HEADER I.710" I )2 082° 1 .0000" FLOOR SILL Q SCALE : 3/8• .'I' 3.700 a 3.546' () THRESHOLD TRACK O ADJUSTABLE SILL ADAPTOR •+E- 1.600° 090° STARTER kOPTIONAL BLOTTED HOLE (SEE ELEV. 7.17) 5.089° 4.500° 3.964° 1.028° 1.883° 1.083° 8.000• 4.500° 2.443" 1.928° .9•2° .953' 083° 78 CD180° MALE STARTER .324 .591° 591' ;727° 0 FLOOR SILL SCALE : 3/8" u 1' 5.089" 4.600° 3.984' 1.028°1.863° S - ` Y © MALE/FEMALE SOLID BLADE R..012(4) R..012(4) 2.825° GI MALE/FEMALE PERFORATED BLADE FOR 3116'OAALUM POP RNETS. 'Tx ,k- *1.344° m BRASS NICKEL PLATED OPUSH BUTTON LOCK C7 MALE/MALE SOLID BLADE 8' MIN. 01ox12°S.5. THUMBSCREW 3.318° 4.371" ®FEMALE CENTERMATE BLADE SCALE : 3/8' m I' .731" • 31.-- 1.500 ° "°3 5116' 0 X 1" S.S.M.S 0 WI PLASTIC KNOB LOCK K LOCKING PIN (OPTIONAL) SCALE : 3/8' = 1' COMPONENTS MALE CENTERMATE BLADE SCALE : 3/8' v 1' ALUMINUM ANGLE 5" Max. AS APPLICABLE 7.000' Max. AS APPLICABLE @ALUMINUM ANGLE .125° F2-;00° 3.000" H 4.000° ®ALUMINUM TUBES Approved as co... .: wLflnLo Data z rtMIL • /4 *Mot Camel MIAMI DADE COUNTY YIPWO WANG. P.E. FLORIDA REOISTRATWN PE 955983 C.A.N. 28877 SEP272010 J 8 1 0 O�"'x) �m NE • 4m • aTL Z� a Z z8 gNg ° o 2 1 tam 883 55.89 noncr 2 OF ID MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM- DESIGN LOAD "Pd° (PSF) - - -MAXIMUMSHUTTERSPAN FOR ALL SECTIONS MINIMUM SEPARATION HoR. PAN¢IENGW em. vu+D.Ienm" TO OLASS (tn ) ALL SECTIONS 40 13' -2° 14' -10 3.0 45 12 -9' 14' -1° 3.0 ° 12-5° 14' -1° 3.0 ls 7 11 . r :J 11 1- r' 3.0 •5 11'-5° 12-4° 3.0 70 11' -5" 11' -11" 3.0 75 11'-3" 11'-8" 3.0 80 11' -1' 11' -? 3.0 85 10' -10' 10' -10° 3.0 90 18-6° 10'4" 3.0 95 10' -3' 12-3' 2.875 100 10' 10' 2.875 105 . 9' -9° 2-9' 2.825 110 8-8' 9'-8° 2.5 115 2-4' 2-4' 2.5 120 9' -1' 9' -1' 2.5 125 8' -10" 8' -10' 2.s 130 8' -6° 8'-6' 2.375 135 - 8' -2' 2.375 140 - 2-11° 2.375 145 - T -T' 2.375 150 - 2-4' 2.376 155 - 7' -7' 2.375 160 - 8' -11" . 2.375 166 - 6'-8" 2.375 170 - 6'-8" 2.375 . 175 - 8' -4° 2.376 180 - 0 -2' 2375 185 - 6' 2.375 190 - 9 -10° 2375 195 - 5'-8" 2.375 OOR ©O ©+ 0OR0 OR • TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY,. BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FORA GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. E NOTES ON SHEET 3F 10 FOR LOCKING EC /FICATlONS YIPING WANG. P.E. FLORIDA REGISTRATION PE 955983 C.AN. 28877 SEP 272010 m all d 6y z SP p a8: J la Z P z. 2 El 1 X E OCR 6CAAE ORAVO PROJECT alt DRAT= la AD10 -30 3 OP 10 ls 7 11 . r :J 11 i-R,` 1 V SE Sf LI 0 t CL ©CR(ai - Z +I 0 t (7...__ . . . . 1., . . • TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY,. BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FORA GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. E NOTES ON SHEET 3F 10 FOR LOCKING EC /FICATlONS YIPING WANG. P.E. FLORIDA REGISTRATION PE 955983 C.AN. 28877 SEP 272010 m all d 6y z SP p a8: J la Z P z. 2 El 1 X E OCR 6CAAE ORAVO PROJECT alt DRAT= la AD10 -30 3 OP 10 ()poi titA ( POURED CONCRETE OR CONCRETE • BLOCK WALL REQUIRED EXISTING GLASS,` SEE SCHEDULE FOR Min. SEPARATION TO GLASS (SEE SCHEDULE) 914 x 3' S.S. S.M.S. V87/16'0 7B" LONG NYLON BUSHING (Typ. TOP & BOTTOM) 914x2° S.8., O S.M.S. (Typ. OP & BOTTOM) 1316/ 0 ftfi r(2-9P41-0) REQUIRED oEE SCHEDU _ Om@ FOR MN. SEPARATIO, TO GLASS EXISTING GLASS."- nAOPTIONAL BUSHING TOPBOTTO EDGE:OF SLAB IF APPLICABLE 914x3° 8.9.9.M.8.96 7/16°0, r �C 7B' .090 NYLON BUSHING f (Typ. TOP & BOTTOM) 1 „it X914 x 2' S.S. S.M.S. (Typ. TOP & BOTTOM) m 010 OPTIONAL BUSHING TOPBOTTOM) 914x314 "S.S. S.M.S. @ 12' O.C. E. D. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED WALL MOUNTING INSTALLATION SECTION A SC., yd•Y 41. • .s AJV, ,' / -/I IF °EAPPLICABLLEB OPTIONAL BUSHING TOP/BOTTOM) POURE •.: ONCRETE CONCRETE ANCHORS REQUI • (SEE SCHEDULE) CONCRETE ANCHORS POURED CONCRETE REQUIRED (SEE SCHEDULE) FLOOR MOUNTING INSTALLATION SECTION B1 mat. yr EDGE OF SLAB IF APPLICABLE ILING & FLOOR MOUNTING INSTALLATION SECTION B EDGE OF SLAB IF APPLICABLE POURED CONCRETE CONCRETE ANCHORS REQUIRED @9°ON CENTER FLOOR MOUNTING INSTALLATION SECTION B2 MAX MUM DESIGN PRESSURE RATING "Par (PSh7 AND CORRESPONDING MAXIMUM ANCHOR.SPACING On. SCHEDULE. + MA)(9MUM DESIGN LOAD 'Pd' 9'SF) SHUTTER SPAN W4p4 SECTION A (TOP/BOTTOM) S9CTION.B (TOP!BOTT012) al ponces) SUBSTRATE CONCRETE SUBSTRATE BLOCK SUBSTRATE CONCRETE NHDB AN AAIPSHOR ANC,II91 TMANCHOR Ak : ANCHOR TMAlp 1109 *140109 80 60° 9 9 9 4.5 4 7 6 6 6 76 9- 9' 9 3.5 3 6.5 : 6 6 6 95 8 7.5 8 ' 4.5' 6 8 6 120° 6 6 8.5 3.5 8 6 6 -144° 5 5 6.5 3 6 6 6 154° 5 4.5 5 8 6 6 65 60° 9 9 9' 4 3.5 8.5 6 8 6 78 9 8.5 9 3 5 6 6 6 98 7 7 7.5 - 4• 6 6 6 120° 5.5 6.5 6 - - 3 6 6 6 148° 4.5 4.5 4,5 - 6 6.6 8 70 60° 9 9 9 4 3.6 6 6 6 6 78 8 8 8.5 3 4.5 6 8 8 98 8.6 8.5 7 3.5 8 8 6 120" '5.5 5 5.5 - 3 8 6 6 143° 4.5 4.5 4.5 - 5.5 6.6 6 80 60° 9 9 9 3.5 3 5 6 6 6 78 ' 7 7 7.5 4 8 8 6 96 6 . 5.5 8 3 .5 6 8 120° 4.5 4.5 5 - - 6 8 6 134° 4 4 4.5 5.5 5 8 .100 60" 7.5 7.6 8 4 6 6 6 78 6.6 5.5 6 - 3 6 6 8 98 4.5 4.6 5 6 . 8 6 120' 3.6 3.6 4 5 4.5 8 195 60" 3.5 3.5 4 - 5 4.5 8 68° 3.5 3 3.5 . 4.6 ' 4 55 YIPING WANG, P.E FLORIDA REGISTRATION PE ®55983 C.A.N. 28677 SEP 2 T 2010 4 1 0 am 1 f z j 14 i RIB SCHB ED remmr MUM= N AD10 -30 4 OP 10 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 711 0- 20x3/4° 8.5. BOLTS ND NUT & WASHER 9° O.C. OR 914 x 314° S.M.S. @ 9° O.C. 1° Min. SEE SCHEDULE rL FOR Mln. SEPARATION --a TO GLASS EXISTING GLASS. -- 914 x 3° S.S. S.M.S. W/ 7/18.0 x 7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2"ES. S.M.S. (Typ, TOP & BOTTOM) ©OR® OPTIONAL BUSHING ' TOP/BOTTOM) 1° Min. A' 114 ° 0- 20x314° S.S. BOLTS W / NUT & WASHER @9°O.C. OR 814 x 3/4° S.M.S. ®9'O.C. CONCRETE ANCHORS (SEE POURED CONCRETE SCHEDULE) OR CONCRETE BLOCK WALL REQU6TEO BUILD -OUT INSTALLATION SECTION C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MAXIMUM DESIGN PRESSURE RATING "Pd". (PSF) AND CORRESPONDING ' MAXIMUM ANCHOR SPACING (11t) SCHEDULE. + MAXIMUM DESIGN LOAD *Pd* (PSF):. SHUTTER, SPAN . (NOM SECTION C TOP/BOTTOM SECTION C1 BOTTOM SUBSTRATE CONCRETE SUBSTRATE BLC<,T( SUBSTRATE CONCRETE . SUBSTRATE CLOCK ABHOR TYPEA ANCHOR TYPES ANCHOR TYPEC ANCHOR TYP6M ANCHOR 111/081 ANCHOR TYPBCI ANCHOR TYPE* ANCHOR 111/68 ANC C /1PEC 1/60106 Al TYPE ANCHOR 1YPEIIt ARCHOR TYPRCI 60 80° 6 6 6' 6 5.5 6 6 6 6 6 6 6 78° 8 8 8 6 4.5 6 6 6 6 5.5 4.5 6 96° 6 8 8 4 3.5 6 6 8 8 4.5 4 8 120° 6 8 S 3 6 6 8 8 3:5 3 5.5 144 °: 6 6 6 4 8 6 8 4.5 154° 6 6 8 -' - 4 8 65 80° 6 6 6 6 5 6 6 6 6 5.5 6 78 6 6 8 4.5 4 8 6 6 5 4.5 6 88 8. 8 8, 3.5 3 5.5 8 6 6 4 3.6 6 120" 6 8 8 3 - 4.5 8 6 6 3 5 148° 6- 6 8 - - 3.5 6 6 70 60° 8 6 6 5.5 5 8.5 6 8 6 8 5.5 6 78 8 6 6 4 3.6 5,5 8 6 6 4.5 4 6 ' 96 .6 6 6 3,5 3 5.5 6 8 6 3.6.- ' 3 6 120" - 8' 6 8 4 8 6 8 3 - 4.5 143° 8 8 6 - - 3.5 8 6 8 - 4 80 60° 6 8 6 4.5 4 7.5 8 6 6 5 4.5 8 78 6 8 6 3.5 3 5.5 8 8 8 4 3.5 6 96 6 8 6 3 - 4.5 6 8 8 3 - 3 5 120" 6 6 6 - 3.5 6 6 8 - 4 134° . 6 5.5 6 - - 3 8 6 6 - ". 3.5 100 60" 6 6 3.5 3.5 6 8 6 6 4 3.5 6 78 6 6 3 4.5 6 6 6 3 - 5 98 8 6 - - 3.5 6 8 8 4 120° 5 5 5.5 - 3 5 5.6 6 3 195 60" 5 5 5.5 3 6 5.5 6 - 68" 4.5 4.5 5 - 5 5 5.5 - - 3 CONCRETE ANCHORS (SEE SCHEDULE) OPTIONAL BUSHING TOP/BOTTOM) 914 x 3/4° SM.S. ®12° O.C. 114° 0- 20x3(4' S.S. BOLTS W/ NUT & WASHER (0 9° O.C. OR 914x3/4° S.M.S. (0 9° O.C. BUILD -OUT INSTALLATION SECTION C1 YIPING WANG, P.E. FLORIDA REGISTRATION PE 055983 C.A.N. 28677 SEP 2 7 201" 0 q DAIS SCALE DRANK DRAW= Nn AD10 -30 B OF 10 ANCHORS AT TUBE END • SEE CHART BELOW SEE SCHEDULE FOR Min. SEPARATION TO GLASS CONCRETE ANCHORS (SEE SCHEDULE) 1° Min. ALUM. TUBES SEE CHART ON RIGHT 814 SELF DRILUNG SCREW Q 6" O.C. TYP. 05 1- OPTIONAL BUSHING TOP/BOTTOM) 1/4° 0- 204/4" S.S. BOLTS W/ NUT & WASHER ® 9" O.C. OR #14 x 3/4" S.M.S. @ 9° O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALUM. TUBES? OPB.NG NADTH IM*.HEIGHT. DESIGN LOAD (PS. F) ANCHOR TYPE A" ANCHORTYPE"C norm- 42" 88" 85 65 254"x1/8" 80" 88° 65 65 2"x4"x1 /8" 78" 88° 57.3 62 78" 84" - 60 65 78° 77° 65 65 MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE IO/ OPTIONAL' FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK tat-,>1500 PSI USE (2) - 318" KWIK- BOLT 2 1/2° MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING NOTCHED OPTIONAL PosmON BUILD -OUT INSTALLATION SECTION M MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. t ALUM. TUBE OR ANGLE MAX. WIDTH - SHUTTER OPEN'G WIDTH \ ALUM TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) 0 0 2 4 E DAB SCAB DNON Mal MIMI N6 AD10 -30 B OF 10 SECTION M BOTTOM MAXIMUM SHUTTER SUBSTRATE CONCRETE DESIGN LOAD SPAN ANCHOR SPACING ( A) •Pd"(PSF) ONCxX ANCHOR TYPE A ANCHOR TYPE C 60" 8.5 9 65 72" 7 7.5 84" 6 6.5 88" 5.5 6 ALUM. TUBE OR ANGLE MAX. WIDTH - SHUTTER OPEN'G WIDTH \ ALUM TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) 0 0 2 4 E DAB SCAB DNON Mal MIMI N6 AD10 -30 B OF 10 CONCRETEANGt0.PS 6216'0.0. ROUREOCOIXRDIE REWIRED 670IML670A snouts aanrvu6e6) SECTION Q SPAP: SB'.f• or Q F1YR SWAM Posisok 1114051115515115) (SEE NOTES) Orb 01,170NALSOTTED HOW FOR HANDIE ATI MOWN (OPTIOHAI) Or (SEE NOTES) SECTION E =1J OPENOPTIONAL SLOTTED FOR HANDLE Are MOSPAW ®° m -o (8 NOTES) OPENOPTO OSLOTTED NON MRMAW Are (MOAN SECTION Dl (& MULTIPLE SHUTTERS) Txrx.12r auDDNImTISe 00x014'56. SMSOR0170 Alm POP R513781111 17 0.C.(5152 7575.127 ALUMINUM PAM NOM SECTIONS 10089lQONSECOMSBOY0 TOSUM'AM'DArALLAT M or (SEE NOTES) OPSTOPTIMSOLWT✓D FOR WINE Are (=PAN cost's A.07 Colt Alx®AFYNS :10■80'55 ELMSOR38170 A9(55.POP RMEMO 1r O.9tTFP) 1, 7,162 Coal. Alma ANGLE MOM) ) SECTION El 6DALE:918, or J1 (SEE NOTES) OPEN OPTIONAL SLOTTED HOZE FOR HVOLE Art WSW, *71 IVto Of O (BEE NOTES) O➢EVOPBMULSlmi770 980 UMW ONE SIDED SECTION : END CONNECTION DETAIL COMM POURED MIMEO • CONCRETE ANCHORS 521799. 010554' OMS.ORNi60 AUIM POP RNET ®170.0 50'80757 OA 1112S11/7 OR 1 Vex TORTxr ORrar 90rs COP 75 75.057 W5.5150(A6555 comeFETE ®17 POLOSEDCONORETS RWIIN2D SWTP:SA'.r TsTx.127 ALUMINU5111.210 ■V mil, 11. 8.057 D6M.565500101E SECTION E2 SOOE)0/9•W 00138759 S.M.M0001r0 AboPOPRMeTE® /70.0.(TWS 1'x714.007 C645 AEmAVMS (0016'ONm POP ROMS ORO14535 5289(00) r5Tx.1ZO °RVsOK 0` A7nx 11IEPOLI (0010ALLOAT .. NOTES FOR LOQKW) OF®S® • • 1.PUSH 60110M um( QMAy8EUSED FOR ,tearau 1(oNs SECURED FROM THP'OLRSIOE OR INSIDE 07 STUTTER WHEN INSTALLINOQFR0M THE OUTSIDE, A7/8°0HOLE 8NALL SE A T THE BACK OF 0 T THE FR Na (1)3K8'0 ALUM. POP RIVETS. A'330BFIB1 5OLE MUST THEN DE DRILLED AT ®TO ALLOW FOR (011 PINTO PASS THRU. WHEN INBTALUNOQFROM 808 HOLE T52)87 INSIDEQAUST BNETE .3 OT} BE DBLLEDR D R TAIOWFOR Q'S PIN TO PASSIM. 2- 6118°x1' LOCK ® MAY BE USEDALTERNATNELYTOQLOCK • FOR INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER IN116S CASE A 59161 HOLE SHALL BE DAILLEDMU WAND ® HOLE DRILLED TO ® SHALL BE TAPPED TO ACCEPT IS THREADS PER INCH MACISNE SCREW. 7a7OR 11a. OA t 07x1 fir OP 1 1/Px TOP rxro rsr08rx 4'00 Ts7 s.M71SO. THISKAIm). MOLE OPRONAL SLOT= H06E 1012800085058NYLON CAP ATTHET00i9I0RER O CLOSEDITHURHP:MI POSITION. �r �� 7575.1285 M EWS= 44‘,4*"""R'') %It 502102I5712 ANCHORS 07096 EAANOLE ISOMETRIC ED132All. AROUND (CORNER POST) Gyp. AT TOP 5 BOTTOM SLABS) 0 U*SN' S. Y. 9007160 AUYM. POP SPET 5215 0.9 ALTERNATE CLOSURE DETAIL W /O ONm1E1EANCISORE 5270.9 POURED CONCRETE MmSVm iV kor ELEVATION X (j- 3.260° NYLON CAP DETAIL 8 0 1 fLprzed Bs complying with the Dais -11 N. T%Y'l•L'k /d Dada ", CCthol Y(PING WANG, P.E. FLORIDA REGISTRATION PE #55983 CAN. 26677 MIAMI DADE COUNTY SEP -2 7 2010 6 7,.( DATE SCALS 80880 5080 CZ MAIM PO. AD10 -30 7 OF ID ¢z' OoR© Fa l ©OR ©ORJ O OD E oR p1 O oR TOP /BOTTOM (OPTIONAL) TYPICAL ELEVATION R F1 @OR® SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS 7" TYP. TYPICAL SHUTTER PLAN GENERAL LIMITA IONS AND'CONDISTIQNS OF USE FOR G OR G1 BLADE ACCORDIAN SHUTTER SYSTEM WORKING IN UNISON WITH G' BLADES, MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND G.1' WORKING IN UNISON VVRH G AND 01 AREAS PER SCHEDULES ON SHEET 3, 4.6 & 9. 2. MAXIMUM PERFORATION AREA AT G', 01' 18 ±2.626° x 828° AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES 0, 01 MUST BE SOLID AT THE TOP AND BOTTOM 26% OF BLADES SPAN. 3. PERFORATED BLADES G', 31' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES 11, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES O. 31 AT EITHER SIDE OF'EACH CENTERMATE. 8. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. 8. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE/FEMALE BLADE 3000 =^00 000.00.0 000,000,.0 000 0000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0000.00000 TYPICAL G' PERFORATED BLADE ELEVATION YIPNG WANG, P.E. FLORIDA REGISTRATION PE #25983 CA.N. 28677 • 1. I 1, I !7''k6'tdl', 1' 1 DATE SCALD DDADD DDAITMO D4 AD10 -30 6 OF 10 DN j - 'I ! ! I Ii • '' 11a 4 4 I i a I L j aYXI • 4 ' D , n ! n I I �II. I il r r i 1 E ®0000000 ' I?S '0 � �1il J . p ©OR ©ORJ O OD E oR p1 O oR TOP /BOTTOM (OPTIONAL) TYPICAL ELEVATION R F1 @OR® SEE NOTES ON SHEET 7 OF 10 FOR LOCKING SPECIFICATIONS 7" TYP. TYPICAL SHUTTER PLAN GENERAL LIMITA IONS AND'CONDISTIQNS OF USE FOR G OR G1 BLADE ACCORDIAN SHUTTER SYSTEM WORKING IN UNISON WITH G' BLADES, MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND G.1' WORKING IN UNISON VVRH G AND 01 AREAS PER SCHEDULES ON SHEET 3, 4.6 & 9. 2. MAXIMUM PERFORATION AREA AT G', 01' 18 ±2.626° x 828° AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES 0, 01 MUST BE SOLID AT THE TOP AND BOTTOM 26% OF BLADES SPAN. 3. PERFORATED BLADES G', 31' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES 11, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES O. 31 AT EITHER SIDE OF'EACH CENTERMATE. 8. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. 8. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S -S THRU G MALE/FEMALE BLADE 3000 =^00 000.00.0 000,000,.0 000 0000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0000.00000 TYPICAL G' PERFORATED BLADE ELEVATION YIPNG WANG, P.E. FLORIDA REGISTRATION PE #25983 CA.N. 28677 • 1. I 1, I !7''k6'tdl', 1' 1 DATE SCALD DDADD DDAITMO D4 AD10 -30 6 OF 10 114'01ITWTAPCON6 31f2 O.C. TYP, NP 13/eMIN. EMBEDMENT BEYOND ANY SLAB FINISH •I Iry II 14. 11,1 1 S.vv V ILL J Vl111I%I 1 V1\ 1 L.VV1• 1.V. VLIL.II 11 SJ INSTALLATIONS W/ B', a, D' TRACKS &• BLADES G2, G2A 1 /4'®RWTAPCON 1114' EMBEDMENT ®18'O. C. POURED CONCRETE REQUMEO • POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 01443°8.2 aM9: Wl7n8'Ox 79' LONG NYLON BUSHING RTP• TOP, 014x TS.S. BAJA.(ryT. TOP 8 BOTTOM) °tll EXISTING - GLASS. 2112 Mtn. SEPERATIO TO GLASS 114' 0ITW TAPCON G) 4 1/2' O.C. W1 3fir MIN. EASEMENT BEYOND ANY SLAB FINISH EDGE OF SLAB IPAPPLICABLE POURED CONCRETE REQUIRED CEILING & FLOOR • MOUNTING INSTALLATION SECTION F EXI87UQG GIA08 3990 HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) 2Jwr .52r .828' 2930• .7ST 4.033' HEAVY DUTY CEILING HEADER 6063-1. 4111. DO HEAVY DUTY ADJUSTABLE SILL ADAPTOR 8.173' {SEE NUMB) OPEN OPTIONAL SLOTTED HOLE FOR HANDLE AT S MI)SPAN SECTION G-G MALEIFEMALE SOLID BLADE St13-13 Wig (�2A MALE/MALE SOLID BLADE COMPONENTS 0043-IS ■110( POURED CONCRETE REQUIRED TWO D(WTAPCON 11!41 EMBEDMENT (811940.C. 014x 3f4'S.ILS.OR3/18G ALUM POP RIVET 04 9' O. C. 1911.OR T4T OR 11/5' K 1 N OR 11/TKT0RTATOR2'x 3'0112'x4'ORTxe'x.005' Kn. TICK Alum ANGLE 3A P0 HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) SC /BMOC (01,7-at) TYPICAL ELEVATION WITH G2 AND G2A SOLID BLADE HEAVY DUTY SYSTEM DESIGN LOAD: MAX Pd + 120.0 psf - 138.7 psf 5 0 0 8 • hg • a 14 CL g YIPING WANG, P.E. FLORIDA REGISTRATION PE ®55983 CAN. 28677 Y)-771;2 P2 ZO10 omuoto SCALE BRAN CD PROM= IOU AD10 -30 9 OF 10 Ortoi4&6 HREADED PENETRATION TING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7/16° 0 x 7/8° LONG YLON BUSHING yp. TOP & BOTTOM) #14x2"S.S. e S.M.S. (Typ. TOP& BOTTOM) EXISTI GLASS. OR Mtn. SEPARATION TO GLASS ALTERNATIVE 1 2"x 4 WOOD P110 BUSHING (TOP /BOTTOM) i 0 U.U. 03.1 I/G' Mtn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1" MM. /4° 0- 20x3/4° S.S. BOLTS W/ NUT WASHER ()9 °0. it 14 x 3" S.S. S.M.S. W/ 0 x 7/8° LONG NYLON BUSHING (Typ, TOP & BOTTOM) #14x2°S.S. S.M.S. (Typ. TOP & BOTTOM) EXISTING GLASS. WOOD HEADER REQUIRED SEE SCHEDULE FOR Mln. SEPARATION TO GLASS ALTERNATIVE 3 EXISTING GLASS 1/4" LAG SCREWS ®6" O.C. W/ 1 1/2" Mtn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD STUD @ 24 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4° 0 LAG SCREWS ( 6" O.C. W/ 1 12" Mtn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER ) 9" O.C. EXIST! 1° GLASS. Mtn. #14x3 °S.SS.M.S. W/ 7/16" 0 x 7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) 414x2"S.S. S.M.S. (Typ. TOP & BOTTOM) 2"x 4" WOOD PLATE REQUIRED. EXISTING 'GLASS.— WOOD HEADERI REQUIRED SEE SCHEDULE FOR M U. SEPARATION TO GLASS 2"x 4" WOOD PLATE REQUIRED. ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4"=1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS — OPTIONAL BUSHING EXIST. (TOP /BOTTOM) GLASS. 1" Mtn. —I, 1/4" 0 SELF DRILLING • SCREW (GRADE 5) (g 6" O.C. WOOD TRUSSES OR RAFTER (a) 24" 0.C. REQUIRED. • 1 "x 4" x 1/8" (Mtn.) 6063 -T6 Alum. TUBE W/ (3) 5116° 0x4" LONG "ELCO° ULTRACON TO • EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2' Mtn. NOMINAL WIDTH) W/ 212" MM. THREADED PENETRATION. EXISTING O LASS. S FOR SCHEDUL A TO GLASS 014 x 3" S.S. S.M.S. W/ 7116 °0x7/8° LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2°S.S. S.M.S. (Typ. TOP & BOTTOM) ALTERNATIVE 1 S ESCHEDULE FOR MIn. 1/4° 0- 20x3/4" S.S. BOLTS W/ NUT & WASHER Q 9" O.C. OR 414 x3/4" S.M.S. Q 9' O.C. 1/4° LAG SCREWS Q 6° O.C, W/ 1 12" MIn. THREADED PENETRATION 70 EXISTING WOOD STRUCTURE ALTERNATIVE 4 - "lJ°R Gi SEE SCHEDULE F I R Min. SEPARA TO GLASS #14x2° S.S. S.M.S. Min. 1/4° 0- 20x3/4° S.S.BOLTS Wf NUT & WASHER 5 9° O.C. OR 414 x 3/4° S.M.S. () 9" 0.C. OPTIONAL BUSHING SEE SCHEDULE FOR OPTIONAL 1(4' 0 LAG SCREWS BUSHING 5 6" O.G. W/1 12" Mtn. (TOP/BOTTOM) THREADED PENETRATION TO EXISTING WOOD DECK 2° x 6° WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 1/4" LAG SCREWS Q 6" O.C. WI 1 1/2" MIn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: 1/4°=1° 414 x 3/4" S.S. S.M.S. 5) 12" 0.C. #14x3/4" S.M.S. 12" 0.C. 2° x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) NOTE: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.s.f. AND 9'-O" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 114" LAG SCREWS ®8° O.C. W/ 1 1/2° MIn. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 000 t 0 is YIPING WANG, P.E. FLORIDA REGISTRATION PE #55983 C.P.N. 28677 SEP 2 7 2010 6 8 UTE PED101 MIAMI) x0. AD10 -30 10 OP 10